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15120171i f. CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: CONTRACTOR: PERMIT NO: 15120171 10834 E ESTATES DR CUPERTINO CA 95014 (369 22 007) VARGAS CONSTRUCTION BRENTWOOD, CA 94513 OWNER'S NAME:. RAJAN SUNDAR AND SUBRAMANYA GIRIJA DATE ISSUED: 04/05/2016 OWNER'S PHONE: 408-439-4511 PHONE NO: (925) 437-9468 I:I N •D TRACTOR'S DECLARATION BUILDING PERMIT INFO: License Class 5 Lic. #589216 Contractor VARGAS CONSTRUCTION Date 02/28/2018 BLDG —ELECT _PLUMB I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing _ MECH _ RESIDENTIAL — COMMERCIAL with Section 7000) of Division 3of the Business & Professions Code and that my license is in full force and effect.. JOB DESCRIPTION: ADD 498 S.F. TO CREATE (N) MASTER BDRM/BATH. ADD I hereby affirm under penalty of perjury one of the following two declarations: 81 S.F. COVERED PORCH, REPLACE (E) FURNACE, i. I have and will maintain a certificate of consent to self-insure for Worker's REPLACE/ADD TANKLESS WATER HTR & REMODEL (E) 283 Compensation, as provided for by Section 3700 of the Labor Code, for the S.F. & (E) BATH 30 S.E(SUNNYVALE SANITARY) rformance of the work for which this permit is issued.$ l� I have and will maintain Worker's Compensation Insurance, as provided for by Section. 3700 of the Labor Code, for the performance of the work for which this Samt ,p�I� 1A+ t `�p �� o e r 4Ls permit is issued. Sq. Ft Floor Area: Valuation: $110000.00 APPLICANT CERTIFICATION certify that I have read this application and state that the above APN Number: Occupancy Type: information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize 369 22 007 representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which PERMIT EXPIRES IF WORK IS NOT STARTED may accrue against said City in c equence of the granting of this permit. WITHIN 180 DAYS OF PERMIT ISSUANCE OR Additionally„ the applicant and t nds and will comply with all non-point source regulations per th C ino Munici e, Section 9.1& 180 DAYS FROM LAST CALLED INSPECTION. Signature Date 9/26/2016 Issued by: LeffacV OWNER-BUILDER DEC AJ�T- rON Date: 04/05/2016 I hereby affirm that I am exempt from the Contractor's License Law for one of the RE-ROOFS: following two reasons: All roofs shall be inspected prior to any roofing material being installed. If a roof is 1. I, as owner of the property, or my employees with wages as their sole installed without first obtaining an inspection, I agree to remove all new materials for compensation, will do the work, and the structure is not intended or offered for inspection. sale (Sec.7044, Business & Professions Code) 2. , I, as owner of the property, am exclusively contracting with licensed Signature of Applicant: contractors to construct the project (Sec.7044, Business & Professions Code). Date: 9/26/2016 I hereby affirm under penalty of perjury one of the following three declarations: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER 1. i have and will maintain a Certificate of Consent to self-insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. HAZARDOUS MATERIALS DISCLOSURE 2. I have and will maintain Worker's Compensation Insurance, as provided for by I have read the hazardous materials requirements under Chapter 6.95 of the. Section 3700 of the Labor Code, for the performance of the work for which this California Health & Safety Code, Sections 25505, 25533, and 25534. I will permit is issued. maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the 3. I certify that in the performance of the work for which this permit is issued, I Health & Safety Code, Section 25532(x) should I store handle hazardous shall not employ any person in any manner so as to become subject to the material Additionally, should I use equipment or devi § hich emit hazardous air contaminants as defined by the Bay Area Air Qu ty anagement District I Worker's Compensation laws of California. If, after making this certificate of ter 9.12 and will maintain compliance with the Cupertino M . ipIat Code ChaMan exemption, I become subject to the Worker's Compensation provisions of the the Health &Safety Code, Sections 52 Labor Code, I must forthwith comply with such provisions or this permit shall - - be deemed revoked. C, Owner or authorized agent: APPLICANT CERTIFICATION Date: 9/26/2016 C/ certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws I hereby affirm that there is a construction lending agency for the performance relating to building construction, and hereby authorize representatives of this city of work's for which this permit is issued (Sec. 3097, Civ C.) to enter upon the above mentioned property for inspection purposes. (We) agree Lender's Name to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in Lender's Address consequence of the granting of this permit. Additionally, the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal ARCHITECT'S DECLARATION Code, Section 9.18. 1 understand my plans shall be used as public records. Licensed Signature Date 9/26/2016 Professional �-cess; CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-322 • FAX (408) 777-3333 • building 0) CUPERTiNQcupertino.org ` NEW CONSTRUCTION ADDITION ❑ ALTERATION / TI REVISION /DEFERRED ORIGINAL PERMIT 4. PR JE ADDRESS!��1 APN? `� ` °'d®1 9^ OWNER ., E-MAIL v i Pxol� T STREET ADDRESS CITY, STATE.ZIP _ f�J FAX o/L A✓l f CONTACT NA,1E PHONE E-MAIL ST E -3S/ ��%!P/` 1/ CIT�I��/O`Es' FAX Q OwTE-R. ❑ OV,'h'ER-BUILDER :❑ OWN'ERAGENr ❑ COI.'IRACTOR ❑ CONTRACTORAGENT ❑ ARCHITECT ❑ ENGLN'EER. ❑ DEVELOPER. ❑ TENANT CONT CT��OIRNA_ LIGASE E LIC IFS E BUS. LIC /� 1 , y "� �l� COI_ AiC/PO/ E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE A_ HITECT/EN LNAAdE - LICENSE NUh2BER _ l S I� / //Y f ��/ � ( BUS, LIC COAiPAI Y I AME r-- _ E-MAIL FAX STREET DD SS CITY, STATE, ZIF L PHONE DESCRIPTION OF WORK - a 4��19015 EXISTING USE PROPOSED USE CONSTR. TYPE- r STORIES USE TYPE OCC. SQ:FT. VALUATION (S) EXISTG NEW FLOOR DEMO TOTAL - AREA AREA AREA I NET AREA BATHROOM - KITCHEN OTHER REMODEL AREA REMODEL -AREA REMODELAREA I , PORCH AREA DECK AREA TOTAL DECKRORCH AREA GARAGE AREA: ❑ DETACH - - ❑ ATTACH D)YELLING LNI'IS: ISA SECOND L'_QT [:]YES SECOND STORY ❑ 1'ES _ BELN•GADDED? NO ADDITION? NO - PRE -APPLICATION ❑ YES IF YES, PROVIDE COPY OF IS THE BLDG,&q ❑ YESNED BY TOTAL VALUATION: PLANNL\GAPPL= ❑NO PLANNTZGAPPROVAL LETTER EICHLER M ? NO By my signature below, I certify to each of the following: I am 'pro erty ow=ner or authorized went act on 1he property owner's behalf. I have read this application and the information I have provided is erect. I ha r a escripti"and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relating to building c struction. I a re ofl pertino to enter the above -identified property for inspection purposes. Signature of Applicant/Agent: Date: _ i SUPPLEMEN R? F0RI\2ATI0N I EQU - D.PI ATS CaEc%TiPI ROUTING SLIP ,, .; , New SFD or Multifamily dwellings: Apply for deo ' on pernrt for ❑ REiTER' existing building s). Demolition permit is required prior to issuance of building ©� Ex TPIE coiP.TER r BUILDS\c PL 4. s� permit for new building. L7 EIXPREss 7 ❑ PLANNING REYIEw � X' Commercial Bldgs: Provide a completed Hazardous Materials Disclosure ❑ srA `DARn' _ � PLBiIc Y� oRl.s form if any Hazardous Materials are beim used as part of this project. L7 FIRE DEPT Co of P1arming Approval Letter or Meeting with Planning prior to Copy LzGE ❑ � . SANITARY SE36TRDISTRICT submittal of Building Permit application. ALAJOR K k Eh'C'I . NTJAIENTA HEAL3'13 BldgApp_2011.doC remised 06/21/11 CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: CONTRACTOR: PERMIT NO: 15120171 10834 E ESTATES DR CUPERTINO CA 95014 (369 22 007) VARGAS CONSTRUCTION BRENTWOOD, CA 94513 OWNER'S NAME. RAJAN SUNDAR AND SUBRAMANYA GIRIJA DATE ISSUED: 04/05/2016 OWNER'S PHONE: 408-439-4511 PHONE NO: (925) 437-9468 LICENSED CONTRACTOR'S DECLARATION BUILDING PERMIT INFO: License Class B Lie. #58921$ Contractor VARGAS CONSTRUCTION Date 02/28/2018 —BLDG —ELECT —PLUMB MECH RESIDENTIAL COMMERCIAL " I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing _ with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. JOB DESCRIPTION: ADD 498 S.F. TO CREATE (N) MASTER BDRM/BATH. ADD I hereby affirm under penalty of perjury one of the following two declarations: 81 S.F. COVERED PORCH, REPLACE (E) FURNACE, 1. I have and will maintain a certificate of consent to self-insure for Worker's REPLACE/ADD TANKLESS WATER HTR & REMODEL (E) 283 Compensation, as provided for by Section 3700 of the Labor Code, for the S.F. & (E) BATH 30 S.R(SUNNYVALE SANITARY) of the work for which this permit is issued. *performance I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this Sq. Ft Floor Area: Valuation; $110000.00 permit is issued. APPLICANT CERTIFICATION I certify that l have read this application and state that the above information is correct. I agree to comply with all city and county ordinances APN Number: Occupancy Type: and state laws relating to building construction, and hereby authorize 369 22007 representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which PERMIT EXPIRES IF WORK IS NOT STARTED may accrue against said Ci in consequence of the granting of this permit. WITHIN 180 DAYS OF PERMIT ISSUANCE OR Additionally, the applican r�}} erstands and will comply with all non-point source regulations per e Qupertino Munici a Code, Section 9.18. 180 DAYS FROM LAST CALLED INSP TION. Signature �` Date 4/5/2016 Issued by: ALEX VALLELUNGA (� DE L TI Date: 04/05/2016 / V OWNER-BUIL ER I hereby affirm that I am exempt from the Contractor's License Law for one of the RE-ROOFS: following two reasons: All roofs shall be inspected prior to any roofing material being installed. If a roof is 1. I, as owner of the properly, or my employees with wages as their sole installed without first obtaining an inspection, I agree to remove all new materials for compensation, will do the work, and the structure is not intended or offered for inspection. sale (Sec.7044, Business & Professions Code) 2. I; as owner of the property, am exclusively contracting with licensed Signature of Applicant: contractors to construct the project (Sec.7044, Business & Professions Code). Date: 4/5/2016 I hereby affirm under penalty of perjury one of the following three declarations: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER 1. I have and will maintain a Certificate of Consent to self-insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. HAZARDOUS MATERIALS DISCLOSURE 2. I have and will maintain Worker's Compensation Insurance, as provided for by I have read the hazardous materials requirements under Chapter 6.95 of the Section 3700 of the Labor Code, for the performance of the work for which this California Health & Safety Code, Sections 25505, 25533, and 25534. I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the permit is issued. 3. I certify that in the performance of the work for which this permit is issued, I Health. & Safety Code, Section 25532(a) should I store or handle hazardous material. Additionally, should I use equipment or devices ich emit hazardous shall not employ any person in any manner So as to become subject to the air contaminants as defined by the Bay Arca Air Quality agement District I Worker's Compensation laws of California. If, after making this certificate of will maintain compliance with the Cupertino Municipa o e, Chapter 9.12 and exemption, I become subject to the Worker's Compensation provisions of the the Health & Safety Code, Sections 5505, 2 3 Labor Code, I must forthwith comply with such provisions or this permit shall r be deemed revoked. Owner or authorized agent: APPLICANT CERTIFICATION Date: 4 1 I certify that I have read this application and state that the above information is CONSTRUCTION LENDINGA Vfor I hereby affirm that there is a construction lending; ag performance correct. I agree to comply with all city and county ordinances and state laws of work's for which this permit is issued (Sec. 3097, Civ C.) relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree Lender's Name to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in Lender's Address consequence of the granting of this permit. Additionally, the applicant understands ARCHITECT'S DECLARATION and will comply with all non-point source regulations per the Cupertino Municipal I understand my plans shall be used as public records. Code, Section 9.18. Licensed Signature Date 4/5/2016 Professional O c R C[ l N PERMIT APPLICATION OMMiUNITY DEVELOP tdiENT DEE P,'=,R hAiENT ° B'171LDING DN1510N -� 10300 T ORRE AVENUE CUPERTINO, CA 95014-3255 (MOi3)'t77-3228 FrX CUPERTINOt (408) i i 1-3333 ° buildinoLwcucerino.ora I I1,'r.GT4F1ilTi r)1J FI AI-7x7'tn%-, ^T n orzreTn,r nr--r ,PRorcr ADDP,Ess u _ . , - t® 9�q Es &I PS � �� . 1 A Nn �46-1 O WNLR NAIL Pxo,4'2 0�"`�3�(—��f{ I=''•`"�:�°..Sc�b�c,�rnr.�-�1 a.1te�. S PEEI A.DDRESS_ C:iY, STA -JR, ZIP I FAX tb r STi S b-- �uiP 'i c QS1 CONTACTNAMISS Pii07 Y M.AL1 N�. � avAST U P� ® - -40K 0QL4 9 STREt DRESS CITY, STATE, Z3 I FAX CZ3f ❑ OR cZ ❑. DW?�-P-3LDD�ti ❑ OVNEERi AG ,T ❑ CO?Si?/,CTOR ED CO ?" CTORAGTi u A -1,1,77 --CT ElD G� ❑ DE\CLOP^ ❑ i_Nfhr CONiRACTORNA (') L IC I SBNU1d3ER I LICTS_TYPB ( r �Y BUS. LIC CO1J3A 1�Y NAa I E-)VI FAX STRZETADDRE_SS C:iY,STATn,ZIP I PROht rz >:vGJErR A]✓•E LICENSFNU,=R c i /% BUTS. LIC:✓ jCo]✓PAlvYNA3 r� 4t ` 5 E -MAMA, f� � (.�C�1'1 FkX �� '"!�� 1� e>�i'b 9.� \'a.� �� :i�19 Q� C7lC+S � �•irl - �Q�. STREET ADDRESSC:i Y, STATE. ZIP (1� I� .J CA Ij p 301 DESCP-TTIONOFWOP.Y, 1) AvP1101,0N or- POP -CH •'F 1.[CU C `e m&P, P4� room , "gP i�cG ►� �o •��T _® kR$ �l`j zi ��-��'��-rJ-o�` �fi� .c�s� a2�iS �� c�� .-t��— - 'F, RATtl E%0S ,G USE PROPOSED USE CDNS RTYPE 4STOP.ES I � USE I TYi I OCC. f SQ.FT. I VA -DATION (S) F=TG- TLVFLOOR DEMO -- - AREA i "® AUA I, A91EA - I_OA �T�4 BATFYOOM R MODEL.ZREA KI -TC -MN 0 'R R11-40DEL.SREA 8 R MODELARBA - PORCH AREA DBCK.i RRA TOTAL DECtiTORCH A RRA G. RAGE ARBA: D-rAC3 i Q ., yiT-:AC3 mDVIELLD G"u� IS: ISASECOND UNrr ❑YES I SECOND STORY ❑Y I BUNG ADDED? E3":0 ADDP_7oN? '0 PRE e vm ICAMON ❑ YES IF YS PROVIDZ COPY OF IS THE BLDG A TOTAL L \ ALU.ST7ON: PLA�\'NI1.GA2P1.T 71,0 PLA-\7\TT_nGAP?ROVATL="EICHLERHOME' I I 1\0 � - _ _ - _ -.� Ij 0 op (2D By my signature belo-,v, I certify to each of the foilo,:ng: I am the property ovm authorL= E nt to act on the erry o� er's behalf. h oe read this application and the information I have pros ided is con ect. I hzveread the Description of l %K- and v erij, it is- a cerate. I agree to comply -with 211 applicable local ordinances andstate 1,al,s r l?ing to building construction, I represent tIs es'o` 'pert'• neer the 2bove-inen i ed Propertyfor inspection purposes. • -- 8ignziireofApplicandAgent. .`°' Date: SL`PPLEMBNTAL -rN, ORI�fLATION REQUIRED 1 T OFR TE'F'COL-hTE`R B17II.DLT\GPT'3N >\_w SFD or MultifaDily d , lI n= Apply TOY dr--ioli ion pe ---nit fo_r � _ existingb building(s). Derio]itlon pe-n]f ta r„qni.cprier:o Ssu=?CE O building - R_S7 pei?:it for new building'. - .E S�£SS - -- • .- OEM _ - �. Co: nercial $Ices: Provide a co L ededazzz eo sfaterials Di3 �cles�r� L'BLZCS� ORT{5 iOr-1 if any Hazzrdous Materials are b in.- used as paft of th1S Droj ect. Copy ofPlaI, ing Approval Lege, or Meeting with PIan_aa -orior'to —��L470R- submittal OI BL11diP_g PELii11t apPllCatlGn.- - �TTYSE�in�I�IRCT -- Bla'�aa_20I1, doc revised 06121/11 Ai CITY OF CUPERTINO FEE ESTIMATOR —-BITILDING DIVISION ADDRESS: 19834 E ESTATES DR i-all-1APN: DATE: 12/18/2015 REVIEWED BY: MELISSA 369 22 007 BP##: 'VALUATION: 1$110,00Q *PERMIT TYPE: Building Permit =PLAN CHECK TYPE: Addition PRIMARY SFD or Duplex USE: p 2nd Unit? Yes ') No OTC? 0 Yes - E) No PENTAMATION PERMIT TYPE: 1 R3SFDADD WORK ADD 498 S.F. TO CREATE N MASTER BDRM/BATH. ADD 81 S.F. COVERED PORCH REPLACE SCOPE (E) FURNACE, REPLACE/ADD TANKLESS WATER HTR & REMODEL. (E) 283 S.F. & (E) BATH 30 p OCCUPANCY TYPE: TYPE OF FLR AREA PC FEES PC FEE ID BP FEES BPFEE ID CONSTR. (s.f.) - R-3 (Custom) II-13,111-B,IV,V-B 579 $2,654.00 IR3PLNCK $1,666.00 IRNNSP I TOTALS: I 579 f $2,654.00 �'` I $1 666.00 I '� Mech. Plan Check 0.0 1 hrs $0.00 Plumb. Plan Check 10.0 1 hrs $0.00 = iec, Plan C.'r<' _ Mech. Permit Fee: INIPERMIT Plumbs Permit Fee: IPPERMIT Other Mech. Insp. Fo.-6]hrs $4$.00 Other Plumb Insp. 0.0 hrs $4$.00 r , , .; , ,r c ._ P, NOTE: This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School District, etc.). These fees are based on the preliminary information available and are only an estimate. Contact theyept_ror aaan't into. FEE ITEMS [Fee Resolution 11-053 E . 7/1113' FEE QTYXFEE MISC ITEMS Plan Check Fee: $2,654.00 283 s.f $645.00 Remodel, Kitchen (<=300 sf) IREMRESKIT Suppl. PC Fee: (F) Reg.. 0 OTT0,0 hrs $0.00 PME Plan Check:. $0.00 30 s.f. $645.00 Remodel, Bath (<=300 sf) 1 1REMMSBAT Permit Fee: $1,666.00 Suppl. Insp. Feer Reg. OT ro.flhrs $0.00 1 # Mechanical $143,00 1MFR=<100 Furnace, Forced -Air PME Unit Fee: $0.00 PME Permit Fee: $96.00 # Plumbing $29.00 1PRWHEATR Water Heater C,'(—msitwrion 7rv: xhlf �i isfr w ch I e 0 Work Without Permit? 0 Yes (F) No $0,00 Advanced Planning Fee; IPLLONGR $81.06 Select a Non -Residential Building or Structure G 0 i Travel Documentation Fee: ITRAVDOC $48.00 Strong Motion Fee: 1BSEISMICR $14.30 Select an Administrative Item Bldg Stds Commission Fee: IBCBSC $5.00 susTOTAL$= $4,564.6 $1,462.00 TQTAiFEE;� $6,026.36 Revised: 10/01/2015 WAT R -CONSERVING PLUMBING FIXTURES OWNER CERTIFICATE OF COMPLIANCE FILE COMML LAITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION - CURERTIINO 10300 T RRE AVENUE , CUPERTINO, CA 95014-3255 ( 8) 77 -3228 • FAX {408) 777-3333 . building@cupertino.om Owner Name SU(1' A S'' j Yerrnit Noll 1 ,�_J 2 0 1 -7 I Address n t'Ok ,4= ` t 1. Is your real property a registered 'storical site? ❑V�o es Civil Code Sections 1101.1 through 1101.8 do not apply. Skip the rest of the form and sign bottom of form. Go to :Question 2. 2. Does your real property have a licensed plumber certifying that, due to the age or configuration of the property or its r1 bing, installation of water -co serving plumbing fixtures is not technically feasible? Yes Civil Code Sections 1111.1 through 1101.8 do not apply. ❑ The licensed plumb I is certification has been provided to the Building Division. Skip the rest of the fo and sign bottom of form. \0/ No Go to Question 3. 3. Is water service permanently disco ected for your building? �N❑ es Civil Code Sections 1101.1 through 1101.8 do not apply. Skip the rest of the form and sign bottom of form. o Go to Question 4. 4. Is your real property built and avai able for use or occupancy on or before January 1, 1994? ❑ No My real property is buill and available for use or occupancy after January 1, 1994. tJ/yCivil Code Sections ll( 1.1 through 1101.8 do not apply. Skip the rest of the form and sign bottom of form. es My real property is buil and available for use or occupancy on or before January 1, 1994. Civil Code Sections ll( 1.1 through 1101.8 apply. Check one of the three following statements and sign bottom of form.. 5. Ple se check ONE of the following My property is a single-family sidential real property. See Civil Code Section 1101.4. On and after January 1, 2014, building alterations or improvements shall require all non-compliant plumbing fixtures to be replaced with water -conserving plumbing fixtures throughout the building. On or before January 1, 2017, all non- compliant plumbing fixtures , hall be replaced with water -conserving plumbing fixtures (regardless of whether property undergoes alterations c r improvements). ❑ My property is a multifamily re idential real property. See Civil Code Section 1101.5.. On and after January 1, 2014, sl iecified building alterations or improvements shall require non- compliant plumbing fixtures to be replaced with water -conserving plumbing fixtures. On or before January 1, 2019; al non-compliant plumbing fixtures shall be replaced with water - conserving plumbing fixtures t oughout the building (regardless of whether property undergoes alterations or improvements). El My property isa commercial re 1 property. See Civil Code Section 1101.5. On and after January 1, 2014, s ecified building alterations or improvements shall require non- compliant plumbing fixtures to be replace with water -conserving plumbing fixtures. On or before January 1, 201S, all non-compliant plumbing fixtures shall be replacedwith water conserving plumbing fixtures throughout tl e building (regardless of whether property undergoes alterations -or improvements). 1, as the owner or owner's agent of this property, certify under penalty of perjury that non-compliant plumbing fixtures will be replaced prior to date specified above ve with water -conserving plumbing fixtures in accordance with Civil Code Sections 110 1. 1 through 1101.8, the current Califoinia Plumbing Code and California Teen Building Standards Code, and manufacturer's installation requirements, and that he water -conserving plumbing fixt1res comply with the requirements as indicated in the table on the following page. ` r• Owner or Owner Agent's Signature Date: ` 3v Upon completing and signing this Certificate, please return it to the llding Division ilorder to final your building permit. i SB40 7 2015. doe revised 08126115 i i Fauuats- Exceed � Kitchen per minute 8 Faucets 1 l.IYthe existing plumbing fixture water B gallons per minute @ aytemporarily increase �to22gallons per |nute @GO psi, a6drnust ;fault tomaximum 8gallons per minute @ )poi here faucets meeting oabove are unavailable, �ratnnsorother means aybaused toachieve In common and public use areas: 0.5 gallons per minute @ 60 psi 1.8 gallons per minute 1.8 gallons pe minute 1.8 @ 60 psi psi May ternporadly increase up to 2.2 gallons per minute @ OO psi, and must default bomaximum . 1.Ogallons per minute @OO psi Where faucets meeting the above are unavailable, aerators or other means may bm used toachieve | rate is equal to or lower than the per minute '�ot —required to be upgraded. ' ` SB407201Idocrevised 08QdD5 Non-Compka—nt— Plurnbiqaf!Hi�r�] Water -Conserving Plumbing Fixture (Fixture Complying with Current Code Applicable to New Construction) Fixture Type 1 1 r C (Toilets) Water Usage /Flow Rate -Exceed 1 �6 Gallons/flush Maximum Water UsagelFlow Rate 2013 CPC Ch. 4 2013 CALGreen Div. 4.3 2013 CPC Ch. 4 2013 CALGreen Div. 4.3 2013 CPC Ch. 4 2013 CALGreen Div. 5.3 Single -Family Multi-F'amily Commercial Single flush toilets: 1.28 gallons/flush ual flush toilets: 1.28 gallons/flush effective flush volume (the composite, 1, Urinals average flush volume of two reduced flushes and one full flush) __��h_owerheads Gallons/flush 0.5 gallons/flush Exceed 2.5 gallons per minute 2 U.S. 0 gallons per minute @ 80 psi. Also certified to the performance criteria of EPA WaterSense Specification for Showerheads: (A hand-held shower IS considered a showerhead.) F�r multiple showerheads serving one shower, the combined flow rate of all and/or other shower outlets controlled by a single valve shall not ishowerheads e ceed 2.0 gallons per minute @ 80 psi, or the shower shall be designed to l'ow only one shower outlet to be in operation at a time. Faucets - Lavatory Faucets Exceed 2.2*gallons per minute IV rr 0 21) aximum 1.5 gallons per inute @ 60 psi; minimum 8 gallons per minute @ psi Within. units: Maximum 1.5 gallons per minute @ 60 psi; minimum 0.8 gallons per minute @ 20 psi 0.5 gallons per minute @ 60 psi Fauuats- Exceed � Kitchen per minute 8 Faucets 1 l.IYthe existing plumbing fixture water B gallons per minute @ aytemporarily increase �to22gallons per |nute @GO psi, a6drnust ;fault tomaximum 8gallons per minute @ )poi here faucets meeting oabove are unavailable, �ratnnsorother means aybaused toachieve In common and public use areas: 0.5 gallons per minute @ 60 psi 1.8 gallons per minute 1.8 gallons pe minute 1.8 @ 60 psi psi May ternporadly increase up to 2.2 gallons per minute @ OO psi, and must default bomaximum . 1.Ogallons per minute @OO psi Where faucets meeting the above are unavailable, aerators or other means may bm used toachieve | rate is equal to or lower than the per minute '�ot —required to be upgraded. ' ` SB407201Idocrevised 08QdD5 SMOKE / CARBON MONOXIDE ALARMS � L OWNER CERTIFICATE OF COMPLIANCE COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION V (0 2 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 PURPOSE •!�" i 1, I I . 1 i t I I 11 ' 1 I 11031 ]._►i _ i H 6 II 11 1 i This affidavit is a self -certification for the installation of all required Smoke and Carbon Monoxide Alarms for compliance with 2013 CRC Section R314,2013 CBC Sections 420.6 and 907.2.11.2 where no interior access for inspections are required. GENERAL INFORMATION Existing single-family and multi -family dwellings shall be provided with Smoke Alarms and Carbon Monoxide alarms. When the valuation of additions, alterations, or repairs to existing dwelling units exceeds $1000.00, CRC Section R314 and CSC Sections 907.2.11.5and 420.6 require that Smoke Alarms and/or Carbon Monoxide Alarms be installed in the following locations: AREA SMOKE ALARM CO ALARM Outside of each separate sleeping area in the immediate vicinity of the bedroom(s) X X On every level of a dwelling unit including basements X X Within each sleeping room X Carbon Monoxide alarms are not required in dwellings which do not contain fuel -burning appliances and that do not have an attached garage. Carbon monoxide alarms combined with smoke alarms shall comply with CBC Section 420.6 and shall be approved by the Office of the State Fire Marshal. Power Supply: In dwelling units with no commercial power supply, alarm(s) may be solely battery operated. In existing dwelling units, alarms are permitted to be solely battery operated where repairs or alterations do not result in the removal of wall and ceiling finishes or there is no access by means of attic, basement or crawl space. Refer to CRC Section R314 and CBC Sections 907.2.11.4 and 420.6.2. An electrical permit is required for alarms which must be connected to the building wiring. As owner of the above -referenced property, I hereby certify that the alarm(s) referenced above has/have been installed in accordance with the manufacturer's instructions and in compliance with the California Building and California Residential Codes. The alarms have been tested and are operational, as of the date signed below. Smoke and CO form.doc revised 03/18114 CUPERTINO CONTRACTOR / SUBCONTRACTOR LIST Building Department City Of Cupertino 10300 Torre Avenue Cupertino, CA 95014-3255 Telephone: 408-777-3228 Fax: 408-777-3333 JOB ADDRESS: F, Z PERMIT # Zl OWNER'S NAME: 2 PHONE #-- GENERAL CONTRACTOR: f1 USINESS LICENSE # . ADDRESS: 69 ZCITY/ZIPCODE: Cement Finishing *Our municipal code requires all businesses working in the city to have a City of Cupertino business license. NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTION(S) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS HAVE OBTAINED A CITY OF CUPERTINO BUSINESS LICENSE. I am not using any subcontractors: Signature Please check applicable subcontractors and complete the following information: Date Date /!y 04 b SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE # Cabinets & Millwork Cement Finishing Electrical Excavation n Fencing Flooring / Carpeting Linoleum / Wood Glass / Glazing Heating Insulation Landscaping Lathing Masonry Painting / Wallpaper Paving ✓ Spv-RlzrS viX 1ZS Plastering 1/ j�1 h y z �Ci'�© ��' -:57— 73 / Plumbing Roofing Septic Tank Sheet Metal Sheet Rock Tile ,- Date /!y 04 b RM isSan Interior Design I www.sanintedordesign.com Email: sanchali@saninteriordesign.com I Ph: 408.705.0448 Address: 6937 Azalea Dr.. San Jose. CA 95120 Sept 26, 2016 Building Department City of Cupertino Subject: Letter for changes during Const., Permit #: 15120171 (APN #: 359-22-007) Project Address: 10834 E. Estates Dr., Cupertino, CA 95014 The following two changes were made during construction, which are different from what's noted on the approved Permit drawings for this project: 1. The New Tankless Water Heater was shown as going in an exterior wall in the drawings. It is now located in place of the existing water heater in the Garage, to save plumbing costs. 2. There were Bollards shown in front of the Dryer in the drawings. After speaking with the Building Inspector on site, the bollards were eliminated, and were not installed in the garage. We would request the City's approval for these changes, so the Permit can be finaled & the Homeowner can get their Occupancy Certificate. Please let me know if you have any questions. Sincerely, Sanchali Srivastava, CKD, CID, REALTOR (Project Designer) 408-705-0448 sanchali@saninteriordesign.com STATEMENT OF SPECIAL INSPECTiONS, 2013 CBC COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION ALBERT SALVADOR, P,E„ C3.0, BUILDING OFFICIAL CUPERTINQ 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (406) 777-3226 • FAX (408) 777-3333 bufldingf�cupertlna x19 SITEADDRESS APN r� p Owner..._C��.1�E��N..��:..1M.....N,....A........................ Address ? b Cnntradnr................ ...... . . _,. .... ....,� .............. _... ........._,............ Cfty/SI..Zip, .�� C!.�. ... Phone .. Address C1tylst ... ... .........Zip_.................Phone... Applicant .. tgN,�K_ .�..)..... ! S��Fi.:�.. ?. ............ Engineer/Architect..Bonggf"Brian"Moon Ad+cress.. ,. II 0........A..JCA . E. Hanilion Ave., SuiteAddress CitylSt.._............._...... ............aS. Zip.`calko ............ Phone ............ _..... Citylst _.Campbell I CA 95008 44f�5y6-671-7273 Zip............. Phor1L�.... _..., PROJECT DESCRIPTION: This `STATEMENT OF SPECIAL INSPECTIONS' is submitted In fulfillment of the requirements of CBC Sections 1704 and 1705. This form is structured after and used by permission from the 5 r ctur 31 Engineer Association of Northern Califomfa..� (SEAONC) made statement of Special Inspections. Also, included wiih this form is the following: ❑ 'LIST OF SPECIAL INSPECTION AGENCIES (page 2). A list of testing agencies and other s Il sq ckn th twill he retained to conduct the tests and inspections for this project { i/ [] 'SCHEDULE OF SPECIAL INSPECTION" (page 3 — 6). The Schedule of Special Inspections summarizes the Spsc�ia'" Inspections and tests required. Special Inspectors will refer to the approved plans and specifications for detailed special inspection requirements. Any additional tests and inspections required by the approved plans and specifications shall also be performed. Special Inspections and Testing %ri armed In accordance with the approved plans and specification�ithis statement and CBC Sections 17714 1 5 1706 1703 In rp g wilt ba submitted to the Building Official and the Registered Design Professia�ne'llt�fnJ�Gf}prye.ina rda��gtion 1704.1.2. A Final Rdp°rgt�PVt sp/e4 { tn�ns 2&9 kqt t d p t Inspections, testing and correction of any discrepancies noted in the inspections slhal�'it,IV f fnor/toiistuany o a+C� t�,{r��1e F�nd,Qrc Pancy (Seclian 1704,1.2). The Final Report will document: �-. Z'1L..,(� ! 1&16,S p{� � 'l iV �,JI�l • Required special tnfeV,1i� -7�� I 1 Vf 6 ! r ( ' V • Corroctlon of dlscrepancles`nbt,sdfli�i6sji ciidp,, t..J'R1 NG � 1 � 1}�yr The Ovmer recognizes his or her obligation to ensure that the construction complies with the approved permit documents and to implement this program of special inspections. In partial fulfillment of these obligations, the Owner will retain and directly pay for the Special inspections as required in CBC Section 1704.1 This plan has been developed with the understanding that the Building Official will: • Review and approve the qualifications of the Special Inspectors who will perform the inspections. • Monitor special inspection activities on the lob site to assure that the Special Inspectors are qualified and are performing their duties as called for in this Statement of Special Inspection. • Review submitted inspection reports. • Perform inspections as required by the focal building code i nave ri3ad and bgree to comply wilh the leims and conditions of this statement Prepared ®y: Projerl ❑ Engineer ❑ Architect ct Sa�reGcaCi s�i �a tta �a Re4islered Design Professional in Charge 5 nalure .............. CID #: 6360 03/09/16 __............................L1c.11.....,........... DAte' Owner Name: .%S CISPWIDn ..y I Inspe ar Name, T.. SMSE I Bonggi "Brain" Moon Snatur ..,........Y..... .....�................. .LIC_ ,.,..., J z .Date:.01125/2016 3utfding Otfidal or designee: ...... ----- ........ ....... SpecialnspectlonFat•tn. 2012.doe revised 09/0642 t STATEMENT OF SPECIAL INSPECTIONS, 2013 CBC COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION ALBERT SALVADOR, P.E., C.B.O , BUILDING OFFICIAL CUPERTINO 10300 TORRE AVENUE • CUPERTINO, CA 85014-3255 (408) 777-3228 • FAX (408) 777-3333 • b�cuoertino ors SITE 10'63LJ E- cUP R T i o ADDRESS OI N Owner.. PHRN IQ Sv�t flMAnN . fi ... Address Zip. 1 -591 -Li .. Phone M. Address. .......... .. IRa tiog� -�f 7Jp....� �. ..._..Phone............_....... PROJECT DESCRIPTION: ""rr 3 6 -,?,-2-- 0 ©T aPa Contractor ....,, ..... Address............ „. City/SL......... ..._._........ .... ........ t, .. ..—....Phone Engineer/Architect Bonggi "Brian" Moon .. Address .274 E: Hamilton Ave. Suite C ...... . _.. .... I... CitylSt ..Campbe11 / CA zip 95008 phog98-871.7273 This 'STATEMENT OF SPECIAL INSPECTIONS' is submitted in fulfillment of the requirements of CBC Sections 1704 and 1705. This form is structured after and used by permission from the Structural Engineer Association of Northern California's (SEAONC) mode statement of Special Inspections. Also, included with this form is the following: ❑ 'UST OF SPECIAL INSPECTION AGENCIES (page 2). A list of testing agencies and other sgepi ;I?Sp�o th twill be retained to conduct the tests and inspections for this project � (3 -SCHEDULE OF SPECIAL INSPECTION' (page 3 —6) The Schedule of Special Inspections summan✓ dzes the SpepaT " Inspections and tests required. Special Inspectors will refer to the approved plans and spedficafions for detailed special inspection requirements. Any additional tests and nd..iinspections required by the approved plans and specifications shall also be performed J ( )' COPY S � `"� penal Ins ections and Testi��4t((�� Sections 1704, 1705. 1706. 177T7 C A o Professional in Responsible C,j�r t ac¢grd ' A Final Report of Special Inspections docume w the inspections shall be submitted prior tails document: ■ Required special inspections. • Correction of discrepancies noted In Inspections. s and specification this statement and CBC Nis "the Re -9 sTered Design and'coN�ctlQf any discrepancies noted in 'y (Section 1704.1.2). The Final Report win The Owner recognizes his or her obligation to ensure that the construction complies with the approved permit documents and to implement this program of special inspections. In partial e i obligations, the Owner will retain and directly pay for the Special Inspections as required in CBC Section 1704 1. This plan has been developed with the understanding that eildin Mil • Review and approve the qualifications of the Special Inspectors who IIIapedEeMonitors eclat ins inIfo • p inspection activities on the job site to assure that the Special Inspectors are quair ed PdreYoffningduties as called for in this Stat their Statement of Special Inspection • Review submitted inspection reports. • Perform inspections as required by the local building code Project ❑ Engineer ❑ Architect iistered Design Professional in Charge ler Name: nspection Agency / Inspector Name: SMSE I Bonggi "Brain" Moon 3uiding Official or designee: and agree to the terms and conditions of this ................ ....................... Uc.it .. .. Date: ...... Dale:. 01.(2512016 ' SpeciainspecUonFonn_2012.doc revised 09106 12 LIST OF SPECIAL INSPECTION AGENCIES APPROVAL OF SPECIAL INSPECTORS: Each special inspection agency, testing facility, and special inspector shall be recognized by the Building Official prior to performing any duties. Special Inspection agency's listed on this form must be pre -approved and listed on Cupertino's approved Special Inspector's list. Special inspectors shall carry approved identification when performing the functions of a special inspector. Identification cards shall follow the criteria set by the California Council of Testing and Inspection Agencies. No personnel changes shall be made without first obtaining the approval of the Building Official. Any unauthorized personnel changes may result in a "Stop Work Order" and possible permit revocation. To be pre- approved by the City of Cupertino, refer to the SPECIAL INSPECTION CRITERIA handout. Please allow two weeks to complete the application process. i ne Tonowing are the testing and agencies that will be retained to conduct tests and inspection on this EXPERTISE FIRM / INSPECTOR INFORMATION 1. Special Inspection (except for Firm ......................................... ......... ................... Addr......................................................................................... geotechnical) City ...................................................................................................... State .......................Zip ...................... Telephone...................................... Fax ............................................ Email......................................................... 2. Material Testing Firm ................................................ ..................... Addr......................................................................................... City.......................................................................................................... State .......................Zip ...................... Telephone.......................................Fax............................................ Email......................................................... 3. Geotechnical Inspections Firm ........................................ ......... ....... ...... ....... Addr......................................................................................... City.......................................................................................................... State .......................Zip ...................... Telephone...................................... Fax ............................................ Email......................................................... 4. Other: Firm .................... ................... ....... ...... ................. Addr......................................................................................... City.......................................................................................................... State .......................Zip ...................... Telephone...................................... Fax ............................................ Email......................................................... *All agencies specified on this form must be pre -approved and listed on the City of Cupertino's Approved Special Inspector's List. SEISMIC REQUIREMENTS (Section 1705.3.6) Description of seismic -force -resisting system and designated seismic systems subject to special inspections as per Section 1705.3: Retrofitted (Epoxy) holdown / anchor bolts. See structural plan S2.0 / S2.1. The extent of the seismic -force -resisting system is defined in more detail in the construction documents. rvuVu MCWuirccmtiy 1 a (Section 1 /05.4.1) Description of main wind -force -resisting system and designated wind resisting components subject to special inspections in accordance with Section 1705.4.2: The extent of the main wind -force -resisting system and wind resisting components is defined in more detail in the construction documents. SpecialnspectionForm_2012.doc revised 09106112 SCHEDULE OF SPECIAL INSPECTION SITE APN BP# ADDRESS PROJECT DESCRIPTION: Notation Used in Table: Column headers: C Indicates continuous inspection is required. P Indicates periodic inspections are required. The notes and/or contract documents should clarify. Box entries: X Is placed in the appropriate column to denote either "C" continuous or "P" periodic inspections. --- Denotes an activity that is either a one-time activity or one whose frequency is defined in some other manner. Additional detail regarding inspections and tests are provided in the Droiect snecificaticns nr nntac nn tho rir!Mu,inne VERIFICATION AND INSPECTION C P REFERENCED IBC REFERENCE STANDARD INSPECTION OF FABRICATORS 1. ❑ Inspect fabricator's fabrication and quality control procedures. I --- --- 1704.3 INSPECTION OF STEEL 1. Material verification of high-strength bolts, nuts and washers. ❑ Identification marking to conform to ASTM stds AISC 360, specified in the approved construction documents. X Section A3.3 and applicable ASTM material standards ❑ Inspect fabricator's fabrication and quality control procedures. "' X --- --- 2. Inspection of high-strength bolting: ❑ Snug -tight joints. --_ X ❑ Pretensioned and slip -critical joints using turn -of -nut with matchmarking, twist -off bolt or direct tension --- X AISC 360, indicator methods of installation. Section M2.5 1704.3.3 ❑ Pretensioned and slip -critical joints using turn -of -nut without matchmarking or calibrated wrench methods X --- of installation. 3. Material verification of structural steel and cold -formed steel deck. ❑ For structural steel, identification markings to conform AISC 360, to AISC 360. ___ X Section M2.5 ❑ For other steel, identification markings to conform to ASTM standards specified in the approved --- X Applicable ASTM construction documents. material standards ❑ Manufacturer's certified test reports. --_ X SpecialnspectionForm 1012.doc revised 09,106/12 VERIFICATION AND INSPECTION C P REFERENCED IBC STANDARD REFERENCE 4. Material verification of weld filler materials: ❑ Identification marking to conform to AWS specification in the approved construction documents. --- X AISC 360, Section A3.5 and applicable AWS A5 documents --- ❑ Manufacturer's certificate of compliance required. --- X ___ --- 5. Inspection of welding: a. Structural steel and cold-formed steel deck: ❑ Complete and partial joint penetration groove welds. X --- AWS D1.1 1704.3.1 ❑ Multipass fillet welds. X __- ❑ Single-pass fillet welds > 5/16" X --- ❑ Plug and slot welds. X ___ ❑ Single-pass fillet welds <= 5/16" ___ X ❑ Floor and roof deck welds. --- X AWS D1.3 b. Reinforcing steel: ❑ Verification of weldability of reinforcing steel other than ASTM A 706. --- X AWS D1.4 ACI 318: Section 3.5.2 ❑ Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, and boundary elements of special structural walls of concrete and shear reinforcement. X --- ❑ Shear reinforcement. X ❑ Other reinforcing steel. __- X 6. Inspection of steel frame joints details for compliance: ❑ Details such as bracing and stiffening. ___ X --- 1704.3.2 ❑ Member locations. --- X ❑ Application of joint details at each connection. --- X VERIFICATION AND INSPECTION I C I p I REFERENCED STANDARD INSPECTION OF WELDING 1. ❑ Welded studs when used for structural diaphragms. --- X 2. ❑ Welding of cold -formed steel framing members. --- X --- 3. ❑ Welding of stairs and railing systems. ___ X IBC REFERENCE 1704.3 SpecialnspectionForm_2012.doc revised 09/06/12 VERIFICATION AND INSPECTION C P REFERENCED STANDARD IBC REFERENCE INSPECTION OF CONCRETE 1. ❑ Inspection of reinforcing steel, including prestressing tendons and placement. --- X ACI 318: 3.5, 7.1-7.7 1913.4 2. ❑ Inspection of reinforcing steel welding in accordance with Table 1704.3 Item 5b. "-" --� AWS D1.4 ACI 318: 3.5.2 "-- 3. ❑ Inspection of bolts to be installed in concrete prior to and during placement of concrete where allowable loads have been increased or where strength design is used. X --- ACI 318: 8.1.3, 21.2.8 1911.5, 1912.1 4. ❑ Inspection of anchors installed in hardened concrete. --- X ACI 318: 1912.1 5. ❑ Verifying use of required design mix. --- X ACI 318: 1904.2.2,1913.2, 1913.3 6. ❑ At time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests and determine the temperature of the concrete. X '--1913.10 =318:5.6, 7. ❑ Inspection of concrete and shotcrete placement for proper application techniques. X --- ACI 318: 5.9, 5.10 1913.6, 1913.7, 1913.8 8. ❑ Inspection for maintenance of specified curing temperature and techniques. --- X ACI 318: 5.11-5.13 1913.9 9. Inspection of prestressed concrete: ❑ Application of prestressing forces. X --- ACI 318: 18.20 ❑ Grouting of bonded prestressing tendons in the seismic force -resisting system. X --- ACI 318: 18.18.4 --- 10. ❑ Erection of precast concrete members. --- X ACI 318: Ch. 16 --- 11. ❑ Verification of in-situ concrete strength, prior to stressing of tendons in posttensioned concrete and prior to removal of shores and forms from beams and structural slabs. --- X ACI 318: 6.2 --- 12. ❑ Inspect formwork for shape, location, and dimensions of the concrete member being formed. "' X ACI 318. 6.6.1 --- 13. ❑ Bolts Installed in Existing Masonry or Concrete ❑ Direct tension testing of existing anchors. --- X See ICC ES Reports form special inspection requirements for proprietary products ❑ Direct tension testing of new bolts. --- X ❑ Torque testing of new bolts. --_ X ❑ Prequalification test for bolts and other types of anchors. "' X 14. ❑ Other: SpecialnspectionForm_2012.doc revised 09106/12 VERIFICATION AND INSPECTIONC P REFERENCE FOR CRITERIA IBC TMS 402/ACI TMS 402/ACI SECTION 530/ASCE 5 530/ASCE 6 INSPECTION OF LEVEL 1 MASONRY 1. ❑ Compliance with required inspection provisions of the construction documents and the approved --- X submittals shall be verified. --- --- Art. 1.5 2. ❑ Verification of fm and f AAS prior to construction except where specifically exempted by this code. X -'- --- Art. 1.46 3. ❑ Verification of slump flow and VS as delivered to the site for self consolidating grout. X "- --- --- Art. 1.56.1.b.3 4. As masonry construction begins, the following shall be verified to ensure compliance: ❑ Proportions of site -prepared mortar. --- X --- --- --- --- --- Art. 2.6A ❑ Construction of mortar joints. --- X --- Art.3.36 ❑ Location of reinforcement, connectors, prestressing tendons, and anchorages. --- X --- Art. 3.4, 3.6A ❑ Prestressing technique. --- X --- Art. 3.613 ❑ Grade and size of prestressing tendons and anchorages. --' X --- --- Art. 2.413, 2.4H 5. During construction the inspection program shall verify: ❑ Size and location of structural elements. --- X --- --- Sec. 1.2.2(e), 1.16.1 Art. 3.3F ❑ Type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames or other construction. --- X --_ --- ❑ Specified size, grade, and type of reinforcement, anchor bolts, prestressing tendons and anchorages. --- X --- Sec. 1.15 Art. 2.4, 3.4 ❑ Welding of reinforcing bars. X -_- ___ ___ ❑ Preparation, construction and protection of masonry during cold weather (temperature below 40 degrees F) or hot weather (temperature above 90 degrees F). _ X Sec. 2104.3, 2104.4 '-' Art. 1.8C, 1.8D ❑ Application and measurement of prestressing force. X --- --- --- Art.3.6B 6. Prior to grouting the following shall be verified to ensure compliance: ❑ Grout space is clean. --- XE]JE; --- Art. 3.2D ❑ Placement of reinforcement and connectors and prestressing tendons and anchorages. --- Xc. 1.3 Art. 3.4 ❑ Proportions of site -prepared grout and prestressing grout for bonded tendons. --- X -'- --- Art. 2.66 ❑ Construction of mortarjoints. --- X 7. Grout placement: --- --- Art. 3.36 ❑ Grout placement shall be verified ensure compliance. X --- --- --- Art. 3.5 ❑ Observe grouting of prestressing bonded tendons. X --- --- --- Art 3.6C SpecialnspectionForm_2012. doc revised 09/06/12 IFICATION AND INSPECTION C P REFERENCE FOR CRITERIA [8. ;Preparation IBC TMS 402/ACI TMS 402/ACI ❑ of any required grout specimens, SECTION 530/ASCE 5 630/ASCE 6 mortar specimens, and/or prisms shall be Sec. --- X 2105.2.2, Art. 1.4 observed. 2105.3 INSPECTION OF LEVEL 2 MASONRY 1. ❑ Compliance with required inspection provisions of the construction documents and the approved --- X submittals. --- Art. 1.5 2. ❑ Verification of fm and f,Ac prior to construction and for every 5,000 square feet during --- X --- construction. --- Art. 1.413 3. ❑ Verification of proportions of materials in premixed or preblended mortar and grout as --- X delivered to the site. --- Art. 1.513 4. ❑ Verification of slump flow and VSI as delivered to the site for self consolidating rout. X "-- -'- --- Art. 1.513.1.b.3 5. The following shall be verified to ensure compliance: ❑ Proportions of site -prepared mortar, grout, and prestressing grout for bonded tendons. --- X '-- --- Art. 2.6A ❑ Placement of masonry units and construction of mortarjoints. '-" X --- --- Art. 3.313 ❑ Placement of reinforcement, connectors and prestressing tendons and anchorages. """ X --- Sec. 1.15 Art. 3.4, 3.6A ❑ Grout space prior to grouting. X --- --- --- Art. 3.21D ❑ Placement of grout. X --- --- Art. 3.5 ❑ Placement of prestressing grout. X --- --- Art. 3.6C ❑ Size and location of structural elements. --- X --- Art. 3.3F ❑ Type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames and other X -" --- Sec.1.2.2(e) --- construction. ❑ Specified size, grade, and type of reinforcement, anchor bolts, prestressing tendons and anchorages. --- X --- Sec. 1.15 Art. 2.4, 3.4 ❑ Welding of reinforcing bars. X --- --- Sec. 2.1.9.7.2, 3.3.3.4 (b) 11 Preparation, Preparation, construction, and protection of masonry during cold weather (temperature below_ Sec. 2104.3, 40 degrees F) or hot weather (temperature above _ X 2104.4 --- Art. 1.8C, 1.81D 90 degrees F). ❑ Application and measurement of prestressing force. X ---E105.2.2E,_ Art. 3.613 6. ❑ Preparation of any required grout specimens, mortar specimens, and/or prisms shall be X --- Art. 1.4 observed. SpecialnspectionForm_2012.doc revised 09/06/12 VERIFICATION AND INSPECTION :]:��REFERENCE�DIBC DARDREFERENCE INSPECTION OF WOOD 1. ❑ Inspect prefabricated wood structural elements and assemblies in accordance with Section 1704.2. --- 1704.6 2. ❑ Inspect site built assemblies. _-- --- 3. Inspect high -load diaphragms: ❑ Verify grade and thickness of sheathing. ___ ❑ Verify nominal size of framing members at adjoining panel edges.--- --- 1704.6.1 ❑ Verify nail or staple diameter and length, --- --- ❑ Verify number of fastener lines, ___ _-_ ❑ Verify spacing between fasteners in each line and at edge margins."' - 4. ❑ Metal -plate -connected wood trusses spanning 60 feet or greater: Verify temporary installation restraint/bracing and the permanent individual truss --- X --- 1704.6.2 member bracing are installed in accordance with the approved truss submittal package. REQUIRED VERIFICATION AND INSPECTION OF SOIL 1. ❑ Verify materials below footings are adequate to achieve the desired bearing capacity. --- X 2. ❑ Verify excavations are extended to proper depth and have reached proper material. X 3. ❑ Perform classification and testing of compacted fill_ materials. X --- Table 1704.7 4. ❑ Verify use of proper materials, densities and lift thicknesses during placement and compaction of X --- compacted fill. 5. ❑ Prior to placement of compacted fill, observe subgrade and verify that site has been prepared properly. X REQUIRED VERIFICATION AND INSPECTION OF DEEP DRIVEN FOUNDATION ELEMENTS 1. ❑ Verify element materials, sizes and lengths comply with the requirements. X -'- 2. ❑ Determine capacities of test elements and conduct additional load tests, as required. X "-- 3. ❑ Observe driving operations and maintain complete and accurate records for each element. X -"- 4. ❑ Verify locations of piles and their plumbness, confirm type and size of hammer, record number of blows per foot of penetration, determine required penetrations to X --- --- Table 1704.8 achieve design capacity, record tip and butt elevations and document any damage to foundation element. 5. ❑ For steel elements, perform additional inspections in accordance with Section 1704.3. 6. ❑ For concrete elements and concrete filled elements, perform additional inspections in accordance with --- --- Section 1704.4. SpecialnspectionForm 2012.doc revised 09/06112 VERIFICATION AND INSPECTION C P REFERENCED IBC STANDARD REFERENCE 7. ❑ For specialty piles, perform additional inspections as determined by the registered design professional in --- --- --- Table 1704.8 responsible charge. REQUIRED VERIFICATION AND INSPECTION OF CAST -IN-PLACE DEEP FOUNDATION ELEMENTS 1 ❑ Observe drilling operations and maintain complete and accurate records for each element. X -"- 2. ❑ Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable), and X --- --- Table 1704.9 adequate end -bearing strata capacity. Record concrete or grout volumes. 3. ❑ For concrete elements, perform additional inspections in accordance with Section 1704.4. --" "- HELICAL PILE FOUNDATIONS 1. ❑ Record installation equipment used, pile dimensions, tip elevations, final depth, final installation torque. X --- T --- 1704.10 SPRAYED FIRE-RESISTANT MATERIALS Physical and visual tests 1. Condition of substrates. ❑ Inspect surface for accordance with the approved fire - resistance design and the approved manufacturer's --- --- written instructions. ❑ Verify minimum ambient temperature before and after application. --- X ❑ Verify ventilation of area during and after application. --- x 2. ❑ Measure average thickness per ASTM E605 and Section 1704.12.4. '-- --- --- 1704.12.1 3. ❑ Verify density of material for conformance with the approved fire-resistant design and ASTM E605. (Ref. --- --- Section 1704.12.5) 4. ❑ Test cohesive/adhesive bond strength per Section 1704.12.6. --' --- 5. ❑ Condition of finished application. MISCELLANEOUS 1. Mastic and Intumescent Fire -Resistant Coating. --- --- --- 1704.13 2. Exterior Insulation and Finish Systems (EIFS). Water - resistive barrier coating when installed over a sheathing --- --- --- 1704.14 substrate. 3. Special Cases --- --- --- 1704.15 4. Smoke Control System --- --- --- 1704.16 5. Seismic Resistance ❑ Suspended ceiling systems and their anchorage. --- --- --- 1705.3 [4.3] SpecialnspectionForm_2012.doc revised 091061'12 VERIFICATION AND INSPECTION I C I p I REFERENCED 6. Wind Resistance STANDARD ❑ Roof cladding and roof framing connections. --- --_ ❑ Wall connections to roof and floor diaphragms and framing. --- --- --- ❑ Roof and floor diaphragm systems, including collectors, drag struts and boundary elements. --- ""- --- ❑ Vertical wind -force -resisting systems, including braced frames, moment frames, and shear walls. --- ""- --- ❑ Wind -force -resisting system connections to the foundation. --- --- --- ❑ Fabrication and installation of systems or components required to meet the impact resistance requirements --- --- of Section 1609.1.2. SPECIAL INSPECTION FOR WIND REQUIREMENTS 1. Structural Wood ❑ Inspect field gluing operations of elements of the main wind -force -resisting system. X --- ❑ Inspect nailing, bolting, anchoring, and other fastening of components within the main windforce-resisting system, including wood shear walls, wood --- X diaphragms, drag struts, braces and hold-downs. 2. Cold -Formed Steel Framing ❑ Welding of elements of the main wind -force -resisting system. --- X ❑ Inspection of screw attachments, bolting, anchoring, and other fastening of components within the main wind -force -resisting system including shear walls, --- X braces, diaphragms, collectors (drag struts) and hold- downs. 3. Wind -resisting components ❑ Roof cladding. X ❑ Wall cladding. X SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE 1. ❑ Special inspection for welding in accordance with the quality assurance plan requirements of AISC 341. X --- 2. Structural Wood ❑ Inspect field gluing operations of elements of the seismic -force -resisting system. X --- ❑ Inspect nailing, bolting, anchoring, and other fastening of components within the seismic -force -resisting system, including wood shear walls, wood -__ X diaphragms, drag struts, braces, shear panels and hold-downs. 3. Cold -Formed steel light -frame construction ❑ Welding of elements of the seismic -force -resisting system. --- X I 1707.4 SpecialnspectionForm_2012. doc revised 09106112 IBC REFERENCE 1706.2 1706.3 1706.4 1707.2 1707.3 ❑ Inspection of screw attachments, bolting, anchoring, and other fastening of components within the seismic- force -resisting system including shear walls, braces, X diaphragms, collectors (drag struts) and hold-downs. 4. Storage racks and access floors ❑ Anchorage of storage racks 8 feet or greater in height and access floors. "' X 1707.5 5. Architectural components ❑ Inspect erection and fastening of exterior cladding weighing more than 5 psf and higher than 30 feet --- X above grade or walking surface. ❑ Inspect erection and fastening of veneer weighing more than 5 psf.and higher than 30 feet above grade --- X or walking surface. --- 1707.6 ❑ Inspect erection and fastening of all exterior non- bearing walls higher than 30 feet above grade or --- X walking surface. ❑ Inspect erection and fastening of all interior non- bearing walls weighing more than 15 psf and higher --- X than 30 feet above grade or walking surface. 6. Mechanical and Electrical Components ❑ Inspect anchorage of electrical equipment for emergency or stand-by power systems. --- X ❑ Inspect anchorage of non -emergency electrical equipment. X ❑ Inspect installation of piping systems and associated mechanical units carrying flammable, combustible, or --- X --- 1707.7 highly toxic contents. ❑ Inspect installation of HVAC ductwork that contains hazardous materials. X ❑ Inspect installation of vibration isolation systems where required by Section 1707.7.-- X 7. ❑ Verify that the equipment label and anchorage or mounting conforms to the certificate of compliance when mechanical and electrical equipment must be --- --- --- 1707.8 seismically qualified. 8. ❑ Seismic isolation system: Inspection of isolation system per ASCE 7 — Section 17.2.4.8 -"" X --- 1707.9 9. ❑ Obtain mill certificates for reinforcing steel, verify compliance with approved construction documents, --- --- --- 1708.2 and verify steel supplied corresponds to certificate. 10. ❑ Structural Steel: Invoke the QAP Quality Assurance requirements in AISC 341. "-' '-' --- 1708.3 11. ❑ Obtain certificate that equipment has been seismically qualified. -" --- --- 1708.4 12. ❑ Obtain system tests as required by ASCE 7 Section 17.8. -- 7 --- --- 1708.5 SpecialnspectionForm 2012.doc revised 09/06/12 CALGREEN RESIDENTIAL CHECKLIST — MANDATORY ITEMS COMMUNITY DEVELOPMENT DEPARTMENT - BUILDING DIVISION CUPERTINO ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL 10300 TORRE AVENUE - CUPERTINO, CA 95014-3255 (408) 777-3228 - FAX (408) 777-3333 - building (cbcupertino.org PURPOSE: The 2013 CalGreen Code applies to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size and also applies to all new low-rise residential buildings, high-rise residential buildings, or both. Existing site and landscaping improvements that are not otherwise disturbed are not subject to the requirements of CALGreen. Project Name: n%7 A N� S GBKA ti\Atij Y A rLF--S i DF N1( - #� t)) Yl Ot` Project Address: iCg34 F F-SThTI- S t tK C`TjpjC) CA, -T-01 If Project Description: PpDiTi Cry, MCbEL_ PKC Tir C j Instructions: 1. The Owner or the w Fdesl�Pverify a Ptha sio�al experienced with the California Green BuildingSt n a ar s Cand assure required work described herein is properly planned and implemented in the project. 2. The licensed professional, in collaboration with the owner and the design professional shall initial Column 2 of this checklist, sign and date Section 1 - Design Verification at end of this checklist and have the checklist printed on the approved plans for the project.` 3. Prior to final inspection by the Building Department, the licensed professional s a Ito aplete Column 3 and sign and date Section 2 - Implementation Verification at the end of this checklist and submit the completed form to the Building Inspector. ILI Y MANDATORY FEATURE OR MEASURE Planning and Design - Site Development Column 2 Column 3 Project Verification :quirements 4.106.2 Storm water drainage and retention during construction. A plan is developed and implemented to manage storm water drainage during E] construction. 4.106.3 Grading and paving. The site shall be planned and developed to keep surface water away from buildings. Construction plans shall indicate how r site grading or a drainage system will manage all surface water flows. Page 1 of 5 CalGreen 2014. doe revised 11/04/14 I .2 ENERGY EFFICIENCY General 4.201.1 Low-rise residential buildings shall meet or exceed the minimum �( ❑ standard design required by the California Energy Standards. �1 A4.3 WATER EFFICIENCY AND CONSERVATION Indoor Water Use 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: ❑ 4.303.1.3.2 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specifications for Tank -type Toilets. ❑ 4.303.1.3.2 Urinals. The effective flush volume of urinals shall not exceed 0.5 gallons per flush. ❑ 4.303.1.3.1 Single Showerheads. Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. ❑ 4.303.1.3.2 Multiple Showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve ` shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. ❑ 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.5 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. ❑ 4.303.1.3.2 Lavatory faucets in common and public use areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. ❑ 4.303.1.4.3 Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. ❑ 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, 4-A ❑ and shall meet the applicable standards referenced in Table 1401.1 of the California Plumbing Code. Page 2 of 5 CalGreen 2014. doe revised 11/04/14 Outdoor Water Use 4.304.1 Irrigation controllers. Automatic irrigation systems installed at the time of final inspection shall be weather -based. ❑ 4.304.1.1 Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. ❑ ❑ 4.304.1.2 Weather -based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicated with the controller(s). Soil moisture -based controllers are not required to have rain sensor input. A4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY Enhanced Durability and Reduced Maintenance 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables, conduits, or other openings in plates at exterior walls shall be protected t-�j ❑ against the passage of rodents by closing such openings with cement mortar,! concrete masonry or similar method acceptable to the enforcing agency. Construction Waste Reduction, Disposal and Recycling 4.408.2 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, a �{ ❑ construction waste management plan shall be submitted for approval to the enforcing agency. Building Maintenance and Operation 4.410.1 Operation and maintenance manual. At the time of final inspection, an operation and maintenance manual shall be provided to the building occupant or owner. A4.5 ENVIRONMENTAL Fireplaces 4.503.1 General. Install only a direct -vent sealed -combustion gas or sealed fireplace, ` ❑ wood -burning or a sealed woodstove. I t Pollutant Control 4.504.1 Covering of duct openings and protection of mechanical equipment during construction. Duct openings and other related air distribution component openings shall be covered during construction. 4.504.2.1 Adhesives, sealants and caulks. Adhesives, sealants and caulks be �-�j ❑ shall compliant with VOC and other toxic compound limits. �SI 4.504.2.2 Paints and coatings. Paints, stains and other coatings shall be compliant VOC limits. ❑ with 4.504.2.3 Aerosol paints and coatings. Aerosol paints and other coatings be shall compliant with product weighted MIR Limits for ROC and other toxic compounds. Page 3 of 5 CalGreen 2014.doc revised 11/04/14 4.504.2.4 Verification. Documentation shall be provided to verify that VOC ❑ compliant limit finish materials have been used. 4.504.3 Carpet Systems. Carpet and carpet systems shall be compliant with VOC limits. �^ ❑ 4.504.4 Resilient flooring systems. Eighty (80) percent of floor area receiving resilient flooring shall comply with the VOC-emission limits defined in ; the Collaborative for High Performance Schools (CHPS) Low -emitting I Materials List or be certified under the Resilient Floor Covering Institute (RCFI) FloorScore program. 4.504.5 Composite wood products. Particleboard, medium density fiberboard (MDF), and hardwood plywood used in interiorfinish systems shall comply with low formaldehyde emission standards. Interior Moisture Control 4.505.2 Concrete slab foundation. Required vapor retarders and capillary breaks ❑ are also required to comply with CalGreen Section 4.505.2.1. 4.505.3 Moisture content of building materials. Moisture content of building El used in wall and floor framing is checked before enclosure. Indoor Air Quality and Exhaust 4.506.1 Bathroom exhaust fans. Exhaust fans which terminate outside the building ❑ are provided in every bathroom. Environmental Comfort 4.507.2. Duct systems are sized and designed and equipment is selected using the following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or equivalent. � ❑ 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) or equivalent. INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS Qualifications 702.1 Installer training. HVAC system installers are trained and certified in the installation ❑ proper of HVAC systems. 702.2 Special inspection. The Licensed Professional responsible to verify CALGreen compliance is qualified and able to demonstrate competence in the discipline they inspect and verify. Verifications 703.1 Documentation. Verification of compliance with CALGreen may include construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing ❑ agency which show substantial conformance. Implementation verification shall be submitted to the Building Department after implementation of all required measures and prior to final inspection approval. Page 4 of 5 CalGreen 1014.doe revised 11/04/14 CALGREEN SIGNATURE DECLARATIONS Project Name: 50'16" MA -t,; YA P,,F-. �SirclaUI)jT1oN Project Address: f o 03 q F- ESTP� Project Description: RDD lC 1"`1 Imo bEL- ep-O-T E C ( SECTION 1 - DESIGN VERIFICATION Complete all lines of Section 1 — "Design Verification" and submit the completed checklist (Columns 1 and 2) with the plans and building permit application to the Building Department. The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and certify that the items checked above are hereby incorporated into the project plans and will be implemented into the project in accordance with the requirements set forth in the 2013 California Green Building Standards Code as adopted by the City of Cupertino. Owner �Y�Signature ��Z I 5� A Owner's Name (Please Print) Design Professional's Design Professional's Name Signature of lease Print) responsible for CalGreen compliance ��L 1 Name of License Professional responsible for CalGreen compliance (Please Print) Email Address for License Professional responsible for CalGreeW compliance SECTION 2 — IMPLEMENTATION VERIFICATION Date D W10JWA Phone Complete, sign and submit the competed checklist, including column 3, together with all original signatures on Section 2 to the Building Department prior to Building Department final inspection. I have inspected the work and have received sufficient documentation to verify and certify that the project identified above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of the 2013 California Green Building Standards Code as adopted by the City of Cupertino. Signature of License Professional responsible for CalGreen compliance Date Name of License Professional responsible for CalGreen compliance (Please Print) Phone Email Address for License Professional responsible for CalGreen compliance Page 5 of 5 CalGreen 2074.doc revised 11/04/14 I BUILDING ENERGY ANALYSIS REPORT PROJECT: Rajan & Subramanya Residence (Ex + Add) 10834 E. Estates Dr. Cupertino, Ca. 95014 Project Designer: CUPERTINO Building [department San Interior Design 3 �r 6937 Azalea Dr.' =n �' 0 9 2016 San Jose, Ca. 95120 REVIEWED FOR CODE COMPLIANCE (408) 705-0448 �► Reviewed By: Report Prepared by: Chuck Clemons Energy Calc Company 45 Mitchell Blvd. #16 San Rafael, Ca. 94903 (415) 457-0990 Job Number: 1202RSA Date: 12/2/2015 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC —www.energysoft.com. ID: 1202RSA I TABLE OF CONTENTS I Cover Page Table of Contents Form CF -1 R -PRF -01 -E Certificate of Compliance Form MF -1 R Mandatory Measures Summary EnergyPro 6.7 by EnergySoft Job Number: ID: 1202RSA User Number 1005 2 3 11 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Rajan & Subramanya (Ex + Add) Calculation Date/Time: 10:15, Wed, Dec 02, 2015 Calculation Description: Title 24 Analysis Input File Name: 1202RSR.xml CFI R -PRF -01 Page 1 of 8 GENERAL INFORMATION 01 Building Complies with Computer Performance 01 Project Name Rajan & Subramanya (Ex + Add) 03 This building incorporates one or more Special Features shown below 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDVIftZ-yr) 03 Project Location 10834 E. Estates Dr. Compliance Margin Percent Improvement 04 City Cupertino 05 Standards Version Compliance 2015 06 Zip Code 95014 07 Compliance Manager Version BEMCmpMgr 2013-4 (744) 08 Climate Zone CZ4 09 Software Version EnergyPro 6.6 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 300 12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 1958 15 Number of Zones 2 16 Slab Area (ft) 0 17 Number of Stories 1 18 Addition Cond. Floor Area 498 19 Natural Gas Available Yes 20 Addition Slab Area (ft) 0 21 Glazing Percentage (%) 20,1% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below 06 Registration Number: 215-A6421521A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2015-12-02 11:10:31 Report Version - CF1R-08252015-744 HERS Provider: CaICERTS inc. Report Generated at: 2015-12-02 10:16:23 ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDVIftZ-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 14.95 12.99 1.96 13.1% Space Cooling 17.23 24.65 -7.42 -43.1% IAQ Ventilation 0.00 0.00 0.00 0.0% Water Heating 14.12 8.52 5.60 39.7% Photovoltaic Offset ---- 0.00 0.00 ---- Compliance Energy Total 46.30 46.16 0.14 0.3% Registration Number: 215-A6421521A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2015-12-02 11:10:31 Report Version - CF1R-08252015-744 HERS Provider: CaICERTS inc. Report Generated at: 2015-12-02 10:16:23 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Rajan & Subramanya (Ex + Add) Calculation Date/Time: 10:15, Wed, Dec 02, 2015 Page 2 of 8 Calculation Description: Title 24 Analysis Input File Name: 1202RSR.xml REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Cathedral Ceiling • Window overhangs and/or fins HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: None — Cooling System Verifications: -- None — HVAC Distribution System Verifications: Duct Sealing Domestic Hot Water System Verifications: - —None — ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. Reference Energy Use Energy Design Rating Margin Percent Improvement Total Energy (kTDVff2-yr)* 96.40 96.26 0.14 0.1 * includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (f:2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Rajan & Subramanya (Ex + Add) 1958 1 5 2 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Existing Conditioned New FAU1 1460 9 DHW Sys 1 Addition Conditioned New FAU1 498 9 DHW Sys 1 Registration Number: 215-A6421521A-000000000-0000 Registration Date/Time: 2015-12-02 11:10:31 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-12-02 10:16:23 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Rajan & Subramanya (Ex + Add) Calculation Date/Time: 10:15, Wed, Dec 02, 2015 Calculation Description: Title 24 Analysis Input File Name: 1202RSR.xml CF1 R -PRF -01 Page 3 of 8 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft) Tilt (deg) Status Verified Existing Condition Left Wall Existing Existing Wall 30 Left 304 48 90 Existing No Back Wall Existing Existing Wall 120 Back 392 102 90 Existing No Right Wall Existing Existing Wall 210 Right 304 77 90 Existing No Wall to garage Existing»_Garage_ R-13 Wall Name 152 Type n Existing No Roof 3 Existing Existing No Verification Tilt(deg) 1450 Emittance Factor Existing No Ex Raised Floor Existing Existing No Verification2 No Verificationl 1460 10.1 7 Existing No Front Wall Addition R-13 Walll 300 Front 272 106.97 90 New NIA Left Wall 2 Addition R-13 Wa111 30 Left 35 0 90 New NIA Back Wall 2 Addition R-13 Walll 120 Back 36 Vaulted Roof 90 New N/A Right Wall 2 Addition R-13 Walll 210 Right 175 48 90 New N/A Wall to garage 2 Addition»_Garage_ R-13 Wall Roof 2 136 R-0 Roof Cathedral specify p fy - Existing No Attic Roof 2 Addition R-30 Roof Attic 18.43 337 0.85 0.1 New N/A Raised Floor Addition R-19 Floor Crawlspace 498 New N/A Front Wall 2 _Garage_ R-0 Wall 300 Front 160 112 90 Existing No Left Wall 3 _Garage_ R-0 Wall 30 Left 204 90 Existing No Right Wall 3 _Garage_ R-0 Wall 210 Right 72 90 Existing No Interior Surface _Garage_ R-0 Wall 1 Existing No OPAQUE SURFACES – Cathedral Ceilings 01 02 03 04 05 06 07 08 09 10 11 12 13 Roof Framin Verified Orientatio Area Skylight Roof Rise Roof Roof Reflectan Roof g Existing Name Zone Type n (ft) Area (ft2) (x in 12) Pitch Tilt(deg) ce Emittance Factor Status Condifion Roof ExistingExisting No Verificationl -- specify 10.1 7 2 0.17 9.46 0,1 0.85 0,07 Existing No Attic Roof Addition R-30 Roof Atticl - specify - 1.1 1 0 0 0 0.1 0.85 0.1 New N/A Vaulted Roof Addition R-30 Roof Cathedral - specify - 160 0 4 0.33 18.43 0.1 0.85 0.1 New N/A Roof 2 Garage_ — g R-0 Roof Cathedral specify p fy - 521 0 4 0.33 18.43 0.1 0.85 0.1 New N/A Registration Number: 215-A6421521A-000000000-0000 Registration Date/Time: 2015-12-02 11:10:31 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-12-02 10:16:23 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Rajan & Subramanya (Ex + Add) Calculation Date/Time: 10:15, Wed, Dec 02, 2015 Calculation Description: Title 24 Analysis Input File Name: 1202RSR.xml CF1 R -PRF -01 Page 4 of 8 ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Statu s Verified Existing Condition Attic Existing Attic RoofExisting Ventilated 2 0.1 0.85 No No Existi ng No Attic Addition Attic RoofAddition Ventilated 1 0 1 0.1 0.85 No No New No WINDOWS 01 02 03 04 05 06 07 08 09 10 11 Name Surface (Orientation -Azimuth) Width(ft) Height (ft) Multiplie r Area (ft2) U -factor SHGC Exterior Shading Status Verified Existing Condition Ex Window Left Wall (Left -30) ---- Bot Up 1 48.0 0.40 0.35 Insect Screen (default) Existing No Ex Window 2 Back Wall (Back -120) ---- ---- 1 102.0 0.40 0.35 Insect Screen (default) Existing No Ex Window 3 Right Wall (Right -210) ---- ---- 1 53.0 0.40 0.35 Insect Screen (default) Existing No New Window Right Wall (Right -210) ---- ---- 1 24.0 0.35 0.28 Insect Screen (default) New N/A New Skylight Roof (- specify --225) ---- ---- 1 7.0 0.48 0.32 None New NIA New Sun Tunnels Roof (- specify --225) ---- ---- 1 3.0 1.30 0.60 None New N/A Window Front Wall (Front -300) ---- ---- 1 32.0 0.35 0.28 Insect Screen (default) New N/A Fr Door/Sidelight Front Wall (Front -300) 8.8 8.5 1.008 75.0 0.55 0.67 Insect Screen (default) New N/A Window 2 Right Wall 2 (Right -210) ---- 1 48.0 0.35 0.28 Insect Screen (default) New N/A New Sun Tunnel Attic Roof (- specify --0) 1 1.0 1,30 0.60 None New N/A DOORS 01 02 03 04 05 06 Name Side of Building Area (ft) U -factor Status Verified Existing Condition OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 1 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up Fr Door/Sidelight 6 0.1 6 6 0 0 0 0 0 0 0 0 0 Registration Number: 215-A6421521A-000000000-0000 Registration Date/Time: 2015-12-02 11:10:31 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-12-02 10:16:23 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Rajan & Subramanya (Ex + Add) Calculation Date/Time: 10:15, Wed, Dec 02, 2015 Calculation Description: Title 24 Analysis Input File Name: 1202RSR.xml CF1 R -PRF -01 Page 5 of 8 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Construction Name Surface Type Construction Type Framing Total Cavity R -value Winter Design U -value Assembly Layers • Inside Finish: Gypsum Board • Cavity/ Frame: no insul. / 2x4 R-0 Roof Cathedral Cathedral Ceilings Wood Framed Ceiling 2x4 @ 16 in. O.C. none 0.484 • Roof Deck: Wood Siding/sheathing/decking Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board • Cavity/ Frame: no insul. / 2x4 R-0 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.302 • Exterior Finish: Wood Siding/sheathing/decking Attic RoofExisting Attic Roofs Wood Framed Ceiling 2x4 Top Chord of Roof Truss @ 24 in. O.C. none 0.644 • Cavity/ Frame: no insul. / 2x4 Top Chrd Roof Deck: Wood Siding/sheathing/decking Roofing: Light Roof (Asphalt Shingle) Existing No Verification Ceilings (below attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 30 0.032 • Inside Finish: Gypsum Board Cavity/Frame: R-9.1 /2x4 Over Floor Joists: R-20.9 insul. • Inside Finish: Gypsum Board • Cavity / Frame: R-30 / 2x4 Existing No Verificationl Cathedral Ceilings Wood Framed Ceiling 2x4 @ 24 in. Q.C. R 30 0.042 • Roof Deck: Wood Siding/sheathing/decking • Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board • Cavity / Frame: R-13 / 2x4 Existing Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 0.095 • Exterior Finish: Wood Siding/sheathing/decking • Inside Finish: Gypsum Board R-13 Wall Interior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 0.092 • Cavity / Frame: R-13 / 2x4 • Other Side Finish: Gypsum Board Existing No Verification2 Floors Over Crawlspace Wood Framed Floor 2x8 @ 16 in. O.C. R 19 0.047 • Floor Surface: Carpeted • Floor Deck. Wood Siding/sheathing/decking • Cavity/Frame: R -19/2x8 Attic RoofAddition Attic Roofs Wood Framed Ceiling 2x4 Top Chord of Roof Truss @ 24 in. O.C. none 0.644 • Cavity/ Frame: no insul. / 2x4 Top Chrd • Roof Deck: Wood Siding/sheathing/decking • Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board Cavity/ Frame: R-9.1 /2x4 Over Floor Joists: R-20.9 insul. R-30 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x4 @ 16 in. O.C. R 30 0.032 • Inside Finish: Gypsum Board • Cavity / Frame: R-30 / 2x4 R-30 Roof Atticl Cathedral Ceilings Wood Framed Ceiling 2x4 @ 16 in. O.C. R 30 0.046 • Roof Deck: Wood Siding/sheathing/decking Roofing: Light Roof (Asphalt Shingle) Registration Number: 215-A6421521A-000000000-0000 Registration Date/Time: 2015-12-02 11:10:31 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-12-02 10:16:23 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Rajan & Subramanya (Ex + Add) Calculation Date/Time: 10:15, Wed, Dec 02, 2015 Calculation Description: Title 24 Analysis Input File Name: 1202RSR.xml CFI R -PRF -01 Page 6 of 8 WATER HEATING SYSTEMS 01 02 03 04 05 - Inside Finish: Gypsum Board 07 08 Name System Type Distribution Type Water Heater • Cavity / Frame: R-30 / 2x 12 Solar Fraction (%) Status Verified Existing Condition DHW Sys 1 DHW Standard - Roof Deck: Wood Siding/sheathing/decking R-30 Roof Cathedral Cathedral Ceilings Wood Framed Ceiling 2x12 @ 16 in. O.C. R 30 0.036 - Roofing: Light Roof (Asphalt Shingle) Name System Type Name Ducted Name Ducted System System - Inside Finish: Gypsum Board Status Condition New FAU1 Other Heating and Heating Yes - Cavity / Frame: R-13 / 2x4 No Air Distribution HVAC Fan 1958 Altered No - Exterior Finish: Wood R-13 Walll Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 0.095 Siding/sheathing/decking - Floor Surface: Carpeted Floors Over - Floor Deck: Wood Siding/sheathing/decking R-19 Floor Crawlspace Crawlspace Wood Framed Floor 2x6 @ 16 in. O.C. R 19 0.049 • Cavity/Frame: R-19 /2x6 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) Status Verified Existing Condition DHW Sys 1 DHW Standard DHW Heater 1 1 Annual Altered No :d WATER HEATERS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) DHW Heater 1 Natural Gas Small Instantaneous 0.2 0.94 EF 199000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation with Manual Control Recirculation with Sensor Control DHW Sys 1 n/a n/a n/a n/a n/a n/a SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Heating System Cooling System Distribution Fan Floor Area Verified Existing Name System Type Name Ducted Name Ducted System System Served Status Condition New FAU1 Other Heating and Heating Yes Cooling No Air Distribution HVAC Fan 1958 Altered No Cooling System Component 1 Component 1 System 1 1 Registration Number: 215-A6421521A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2015-12-02 11:10:31 Report Version - CF1R-08252015-744 HERS Provider: CaICERTS inc. Report Generated at: 2015-12-02 10:16:23 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Rajan & Subramanya (Ex + Add) Calculation Date/Time: 10:15, Wed, Dec 02, 2015 Calculation Description: Title 24 Analysis Input File Name: 1202RSR.xml HVAC - HEATING SYSTEMS 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnace - Fuel -fired central furnace 95 AFUE C F1 R -PRF -01 Page 7 of 8 HVAC - COOLING SYSTEMS 01 02 03 04 05 06 07 Name System Type Efficiency EER SEER Zonally Controlled Multi -speed Compressor HERS Verification Cooling Component 1 NoCooling - No cooling equipment N/A N/A No No HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 Name Type Duct Leakage Insulation R -value Supply Duct Location Return Duct Location Bypass Verified Existing HERS Duct Status Condition Verification Air Distribution System 1 Ducts located in attic Sealed and tested 6.0 Attic Attic None Altered Air Distribution No System 1 -hers -dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Return Supply Air Distribution System 1 -hers -dist Required 6.0 ___ HVAC - FAN SYSTEMS & HERS VERIFICATION 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 IAQ (Indoor Air Quality) FANS 01 02 03 04 05 Name IAQ CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 0 Default 0 Not Required Registration Number: 215-A6421521A-000000000-0000 Registration Date/Time: 2015-12-02 11:10:31 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-12-02 10:16:23 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Rajan & Subramanya (Ex + Add) Calculation Date/Time: 10:15, Wed, Dec 02, 2015 Calculation Description: Title 24 Analysis Input File Name: 1202RSR.xml CF1 R -PRF -01 Page 8 of 8 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Chuck Clemons 6%W'W elerra 1 Company: Signature Date: ENERGY CALC CO. 2015-12-02 10:45:04 Address: CEA/HERS Certification Identification (If applicable): 45 MITCHELL BLVD, SUITE 16 City/State/Zip: Phone: San Rafael, CA 94903 415-457-0990 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: Sanchali Srivastava Company: Date Signed: San Interior Design 2015-12-02 11:10:31 Address: License: 6937 Azalea Drive Pa- C ISP : (360 City/State/Zip: Phone: San Jose, CA 95120 408-705-0448 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number: 215-A6421521A-000000000-0000 Registration Date/Time: 2015-12-02 11:10:31 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-12-02 10:16:23 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures lister( regardless of the comnli'mee mi»rnarh 1/.Celt Fww" in»r wviv imsih, J?m,i-, iso Building Envelope Measures: §110.6(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. § 110.6(a)5: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC and infiltration that meets therequirements of 10-111 a . §110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. §110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. §110.8(i): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of §110.8(i) when the installation of a cool roof is specified on the CF1R. §110.80): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CFI R. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a §150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. §150.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -value. §150.0(c): Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U - factor). §150.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. §150.0(8)1: In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side of all insulation in all exterior walls vented attics and unvented attics with air -permeable insulation. §150.0(8)2: In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class II vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class 11 vapor retarder shall be placed over the earth floor of §150.0(g)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). §150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets therequirements of § 110.8 §150.0(q): Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U - factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150.0(e)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150.0(e)1B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible operable, and tight -fitting damper or a combustion -air control device. § 150.0(e)1C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. §150.0(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building,are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110.0-§110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. §110.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §110.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- §110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. § 150.0(h)l: Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in §150.0(h)2. § 150.0(h)3A: Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any dryer vent. §150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of §110.2(c). §150.0(j)lA: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped ed with insulation having an installed thermal resistance of R-12 or greater. §150.00)IB: Unfued hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system §150.00)2A: regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3- A. § 150.06)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve e that allows for installation removal and replacement of the enclosed pipe and insulation. 2013 Low -Rise Residential Mandatory Measures Summary §150.06)2C: Pipe for cooling system lines shall be insulated as specified in §150.06)2A. Piping insulation for steam and hydronic heating systems or hot water systems with pressure > 15 psig shall meet the requirements in TABLE 120.3-A. §150.06)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For §150.06)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I §150.06)3B: or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class II vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater, a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the §150.0(n)l: space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. §150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(c)5. §150.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing enc approved by the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed §150.0(m)l: with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than '/, inch, the combination of mastic and either mesh or tape shall be used. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints §150.0(m)2: and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. §150.0(m)3-6: Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling. §150.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dam §150.0(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not §150.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. §150.0(m)10: Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be §150.0(m)l l: sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal §150.0(m)12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of §150.0(m)12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The §150.0(m)13: space conditioning system must also demonstrate airflow_ 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy < 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, §150.0(m)15: an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of>_ 350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of < 0.58 W/CFM as confirmed by field verification and diagnostic testing,in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRA.E Standard 62.2. Neither window operation nor continuous operation of §150.0(o): central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. §150.0(o)IA: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency 1 10.4(a): Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat settin • a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary §110.4(b)l: Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines or built-up connections for future solar heating. § 110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 110.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro- grammed to run only during off-peak electric demand periods. §110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. §150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: §110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of §110.9. §150.0(k)lA: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with §150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B as applicable. §150.0(k)1B: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of § 15 0. 0 . The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with §150.0(k)IC: § 130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. §150.0(k)ID: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no §150.0(k)IE: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with §130.0(c). Night lights do not need to be controlled by vacancy sensors. §150.0(k)1F: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of 150.0 § 150.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. § 150.0(k)2B: Exhaust fans shall be switched separately from lighting systems. §150.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. §150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with §I50.0(k). §150.0(k)2F: Lighting controls comply with applicable requirements of §110.9. An Energy Management Control System (FMCS) may be used to comply with dimmer requirements if: it functions as a dimmer §150.0(k)2G: according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of §130.5; and all other requirements in §150.0(k)2. An Energy Management Control System (FMCS) may be used to comply with vacancy sensor requirements of § 150.0(k) if: it §150.0(k)2H: functions as a vacancy sensor according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of 130.5• and all other requirements in 150. 2. §150.0(k)21: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. §150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only §150.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen lighting. §150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. §150.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. §150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. §150.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy,or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing §150.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with § 150.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and §150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 Low -Rise Residential Mandatory Meacnrpc Cnmmary a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with § 110.9; meets the Installation Certification requirements in §130.4; meets the requirements for an EMCS in §130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the §150.0(k)9B: following requirements: i. Shall comply with § 150.0(k)9A; or ii. Shall comply with the applicable requirements in 110.9 130.0 130.2 130.4 140.7 and 141.0. § 150.0(k)9C: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § 150.0(k)9B or 150.0(k)9D shall comply with the applicable requirements in 110.9 130.0 130.2 130.4 140.7 and 141.0. § 150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply with the applicable requirements in § 110.9 § 130.0 § 130.2 § 130.4 140.7 and § 141.0. §150.0(k)10: Internally illuminated address signs shall comply with §140.8; or shall consume no more than 5 watts of power as determined according to § 13 0.0 c . §150.0(k)ll: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in § 110.9 § 130.0 § 130.1 § 130.4 § 140.6 and § 141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of §150.0(k)12A: the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: §150.0(k)12B: i. Comply with the applicable requirements in §110.9, §130.0, §130.1, §140.6 and §141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a §110.10(a)l: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, shall comply with therequirements of § 110.10(b) through 110.10(e). §110.10(a)2: Low-rise multi -family buildings shall comp ly with the requirements of § 110.10 through 110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for § 110.10(b)l: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. §110.10(b)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice §110.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone measured in the vertical plane. § 110.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit §110.10(c): from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water -heating stem. §110.10(d): A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c) shall be provided to the occupant § 110.10(e)1: The main electrical service panel shall have a minimum busbar rating of 200 amps. The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a § 110.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location,and permanently marked as "For Future Solar Electric'.